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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹70.6 LAccepted-AOC | L-1 | Accepted-AOC Being L-1 Bidder | |
| 2 | L-2₹88.3 L+₹5.0 L (6.03%)Rejected-AOC | L-2 | Rejected-AOC Higher Bidder | |
| 3 | L-3₹90.6 L+₹7.3 L (8.73%)Rejected-AOC 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | L-3 | Rejected-AOC Higher Bidder | |
| 4 | L-4₹99.6 L+₹16.3 L (19.6%)Rejected-AOC | L-4 | Rejected-AOC Higher Bidder | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
7 Feb 2023, 2:00 pmClosed
S E RWD CIRCLE NAINITAL
S E RWD CIRCLE NAINITAL LOCATED BHIMTAL
Construction work of Rural Road from Village Akheti to Prempuri Under Block Chaukhutia District Almora(Stage-1) (With 05 Year Maintanance Under PBMC)
2023_RES_53997_1
1802/RWD/2-Lekha/2022-23/ Dated 16-01-2023
Open Tender
Civil Works - Roads
Item Rate
240 days
CHAUKHUTIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer RWD Nainital
₹1.7 L
6 Jul 2023
18 Jan 2023
13 Feb 2023
18 Jan 2023
7 Feb 2023
18 Jan 2023
Amount
Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and xcavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications)
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge (Km. 1 to 10)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) (Km. 1 to 10)
Random rubble masonary laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers etc. including supply of all material, labour, T&P and royalties etc. (Km. 1 to 10)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated materia to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Providing and fixing of Kilometer stone as per standard drawing made of precast R.C.C M15 grade fixed with P.C.C. M10 grade, including excavation of ;pit,painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by engineer in charge
Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C M15 grade fixed with P.C.C. M10 grade, including excavation of pit,painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by engineer in charge
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701600 mm equilateral triangle
Cement plum masonary with 40% plum & 60% (1:3:6) cement concrete including supply of all material labour T&P etc required for proper completion of work ( as PWD specification ) Perapits on Scupper And outer curvses
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 10 gauge BWG GI wire conforming to IS : 280 & IS : 4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. (As per PWD Uttarakhand Specification)
UTILITY SHIFTINGExcavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge (Km. 1 to 10)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
Maintainance Activities: EMERGENCY MAINTAINANCE
Clearance of land slides (Slip Clearance) 1-10-1 Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. MIS (1-10-1)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Hydraulic excavator 0.9/1cum for 1st year 90 days rainy season assuming 18 days JCB required (PMC014)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 (MORD 14-2)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications)
Ist Year
Ist Year
Ist Year
Ist Year
Ist Year
Routine Maintenance Under - PBMC
Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. (2x1200)*75%
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 15-7-2 mord
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 (MORD 15-9)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (MORD 15-11)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. (MORD 15-12-3)
Ist Year
IInd Year
IIIrd Year
IVth Year
Vth Year
Rajendera Chaudhery
Yogesh Tewari Contractor
MAHIPAL SINGH BISHT
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